Advances in Civil Engineering / 2017 / Article / Tab 7

Research Article

Bond Effects between Concrete and Steel Bar Using Different Diameter Bars and Different Initial Crack Width

Table 7

Crack width evolution of specimens with different bar diameters (210 microns).

C210D10WD1C210D14WD2C210D18WD2
Point 1Point 2Point 1Point 2Point 1Point 2

0210230210210210210
30230240230230240240
60230260240230240260
90240260240240260270

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